7 Aug 2025

Financing Natural Infrastructure: Lightning Point, Alabama

Purpose: This technical note explores the restoration of Lightning Point, an award-winning natural infrastructure project led by The Nature Conservancy (TNC) in coastal Alabama. The story of Lightning Point provides an exemplar case study of successful coordination of cross-sector partnerships and the use of ecosystem services valuation to attract project funding.

7 Aug 2025

Continued Development of Methods for the Determination of Legacy and Insensitive Munitions from Environmental Matrices: Addition of Four Degradation Products and One Internal Standard to Previously Developed 29-Analyte Method

Abstract: To continue improving separation methods of explosive analytes and their degradation products, chromatographic methods from Environmental Protection Agency (EPA) 8330B, Strategic Environmental Research and Development Program (SERDP) 2722, and Environmental Sensors for Explosives were modified to include the separation of four additional analytes and one internal standard so that a total of 36 analytes could be resolved on a single column. Four degradation compounds, 3-amino-1,2,4-triazol-5-one (ATO); 1 methyl-3-nitroguandine (MeNQ); 2 methoxy-5-nitroaniline (MENA); and 4 methoxy-3-nitroaniline (iMENA) were added to the analytical method. The internal standard, 3,5-dinitrotoluene, was also added to the method to extend its application. Additionally, an analytical method on gas chromatography (GC) and gas chromatography–mass spectrometry (GC-MS) were explored for the analytes of interest.

7 Aug 2025

Thermodynamic Exposure Reductions of PCBs Available to Lumbriculus variegatus in Lake Erie Region Sediments Amended with Activated Carbon

Abstract: A chemical activity-based assessment of PCB bioaccumulation from Lake Erie region sediments was studied using polydimethylsiloxane coated fibers and Dow Corning silicone coated jars. Polymers equilibrated with the sediments were compared to bioaccumulation in blackworms, exposed to the sediments for 28 days. Sediments were from Cleveland Harbor, Ashtabula Harbor, and Buffalo River. Sediment from Ashtabula was amended with activated carbon. Using lipid-polymer partition coefficients, the polymers were able to estimate actual bioaccumulation in worms, with close to a 1:1 relationship and r2 = 0.94. If lipid normalized worm bioaccumulation was compared to equilibrated PDMS concentrations, there was a 20:1 ‘off-set,’ but the relation was still strong. Different doses of AC were mixed into Ashtabula sediment in the laboratory, corresponding to 1 %, 10 %, and 100 % of the native total organic carbon. Based on PCB concentrations in DC silicone, a target AC dose equal to 10 % of the TOC would substantially reduce bioaccumulation of the more hydrophobic PCBs from Ashtabula Harbor dredged material. Widespread AC amendment to surficial sediment of the eastern basin of Lake Erie may reduce the thermodynamic pressure of PCBs from that sediment source and allow for a continued decline in fish tissue concentrations.

5 Aug 2025

Vessel Draft and Velocity Updates for Tybee Island Vessel Wake Analysis

Purpose: This Coastal and Hydraulics Engineering technical note (CHETN) updates the results of a previous study (ERDC/CHL TR-22-21; Bain et al. 2022) and evaluates whether newly available datasets offer greater insight into the relationship between vessel characteristics and wake conditions near Tybee Island, Georgia. Whereas the original study used vessel drafts from the Automatic Identification System (AIS), the present analysis substitutes more accurate draft information from US Customs Foreign Vessel Entrances and Clearances (FVEC) records. In addition, cross-sectionally averaged flow velocities from the US Geological Survey (USGS) gauge at Fort Pulaski, Georgia, are used to update the AIS-reported speed over ground (SOG), yielding the vessels’ speed relative to the water. The combination of these two updates generates a visible improvement in wake forecasting ability. However, the mechanisms underlying drawdown oversteepening and bore formation near the beach remain poorly understood, and further study is recommended to determine the cause of this hazardous behavior.

5 Aug 2025

Determination of Runoff Coefficient and Permeability of Airfield Matting (AM2) Long-Term Placement

Abstract: This report describes a small-scale water infiltration study of airfield mat-ting version 2 (AM2) at a test site on the US Army Engineer Research and Development Center’s Vicksburg, Mississippi, site. Before constructing AM2 runways, engineers must conduct a storm water drainage analysis; but no published study defining the runoff coefficient for AM2 exists. This study evaluated water infiltration of AM2 when subjected to 10-year and 100-year storm conditions from a proposed building site at Tyndall Air Force Base near Panama City, Florida. The allowable grade slopes for AM2 runways range from 1% to 3% in the longitudinal direction and 1% to 5% in the transverse direction. Multiple tests were conducted at various combinations of allowable grade slopes to determine grade slope orientation effects on AM2 runoff behavior. Runoff coefficients generally fell within the range of 0.05 to 0.10 for AM2. The highest runoff coefficients observed were within the range of 0.35 to 0.40 for a 5% transverse grade slope with a 1% longitudinal grade slope. Observation of the water infiltration behavior showed runoff increased with increasing transverse slope and de-creased with increasing longitudinal slope.

4 Aug 2025

Acoustic and Seismic Wave Transmission Throughout the Multidomain Environment: Experimental Design, Methods, and Construction of a Prototypical Littoral Zone

Abstract: The future operational environment is projected to be a multidomain, transparent battlefield in which the Army must be able to act as both a supported and supporting force. An accurate detection and interpretation of acoustic and seismic signals propagating across land-air-water (LAW) interfaces are required to meet future requirements of a fully “transparent” domain. The LAW domains converge at the significant contested littoral zones. Historically, interpreting signals crossing media boundaries has been studied by stovepiping each distinct medium. These fragmented perspectives led to discrepancies in boundary and adjacent media descriptions and media-specific governing physics. No comprehensive physics framework exists to accurately predict how disorderly waveforms freely traverse LAW media boundaries. To understand these complex phenomena, a highly controlled physical experiment was designed and implemented. Repeatable controls were conducted. Epistemic uncertainty was decreased, and high waveform fidelity was maintained in the experimental setup by not interfering with wave transmission or sensor accuracy between controls. This report summarizes the experimental design, implementation, challenges, and repeatability.

29 Jul 2025

Engineering Practice Guide for Floodplain Benching: A Natural Infrastructure Approach for Riverine Systems

Abstract: Floodplain benches are a potential solution for inland river systems where out-of-bank flooding generates unacceptable flood risk and access to riverine floodplains has become restricted over time. Benches are a naturally forming geomorphic feature between the riverbed and a higher floodplain or terrace. In addition to reducing flood risk, benches reduce erosion risk, improve aquatic ecosystems, enhance plant and wildlife diversity, expand recreational opportunities, and may be places of cultural and tribal value. This document informs engineering activities related to site investigation and design of floodplain benches. It is intended to be used by engineers and ecologists to inform the design of floodplain benches in a manner that is consistent with and augments other planning, design, and engineering guidance. A well-designed floodplain bench can improve ecological and biological functions while also reducing flood risk by creating a channel in geomorphic equilibrium with current conditions and resilience to anticipated changes in hydrology and sediment supply rates. This publication is among a series of planned technical reports providing guidance on how to identify, conceptualize, and design natural infrastructure solutions for riverine and coastal systems. It has been produced by the US Army Corps of Engineers (USACE) Engineering With Nature® Program.

28 Jul 2025

Predicting Frozen Ground and Thaw Risk from Standard Land Model Output: Data, Algorithms, and GeoWATCH Implementation

Abstract: The Geospatial Weather Affected Terrain Conditions and Hazards (GeoWATCH) tool provides real-time mobility predictions at 30 m resolution on demand for any location on the globe. This tool combines dynamic weather data provided by the Air Force 557 Weather Wing (557WW) with static terrain data to downscale soil moisture from global and regional scales to resolutions better suited for terrain analysis applications. Frozen and thawing ground data layers were recently incorporated into the GeoWATCH framework to better support terrain assessment for Warfighter functions in cold regions. This report documents our approach for diagnosing the frozen and thawing ground data layers and provides examples. First, using data from controlled land-surface model simulations, we established simple curve-fitting formulas relating soil temperature to frozen water content. We then added the new formulas to the GeoWATCH code so that end users can generate frozen soil products on demand. Finally, GeoWATCH uses the resultant frozen soil product with a series of soil layers to determine the risk of actively thawing soil and springtime mud conditions. While the new overlays are not integrated into the GeoWATCH mobility diagnostic calculations, they provide insight into soil state conditions critical for operations and weather-based risk assessment in cold regions.

25 Jul 2025

Brandon Road Lock and Dam, Des Plaines River: Navigation Approach Physical Model

Abstract: This physical model study of the Brandon Road Lock and Dam was conducted to evaluate the navigation conditions associated with the implementation of two proposed engineered channels and associated features in the downstream approach channel. A 1:100 Froude scale physical model was constructed to evaluate the navigation conditions for tows entering and exiting the lower approach. Features included in the scaled model include the lock, the gated spillway, roughly 2 mi of the Des Plaines River and surrounding topography, and two NRG Energy generating stations. Data were collected to evaluate tow tracks and current direction and velocity information. Videos and rough estimations were also collected to gain an understanding of the water that displaces upstream when a downbound tow transits through the engineered channels.

23 Jul 2025

Mill Springs Mill: A History of Motion

Abstract: The Mill Springs Mill is found in south-central Kentucky, within Wayne County, a county bordering Tennessee. The mill, spring pools, granary, and recreation area are owned by the US Army Corps of Engineers (USACE). The site has run as a grist mill ever since its construction in the 1800s but has also been given other purposes, such as a roadside park starting in 1949 until the late 1970s and then a USACE recreation area. The mill is listed on the NRHP, while the grounds are part of the Mill Springs Battlefield which is on the NRHP and also a National Historic Landmark. This manuscript provides a comprehensive history for the features and buildings at the Mill Springs Mill.